Research Article
Feb 1976
Roadside Slope Design for Safety
Authors: Eugene L. Marquis and Graeme D. WeaverAuthor Affiliations
Publication: Transportation Engineering Journal of ASCE
Volume 102, Issue 1
Abstract
The design engineer needs objective criteria to aid him in selecting safe combinations of slopes for roadway design and in evaluating alternatives to achieve optimum roadside safety in his design. This paper is concerned with research efforts conducted under this project to provide objective criteria for safe slope combinations and various ditch configurations. The research approach involved simulated traversals of combinations of front and back slope from 3:1 to 6:1 using the TTI version of Calspans Highway Vehicle Object Simulation Model (HVOSM). Curves are presented to aid in evaluation of combinations of slopes forming vee, round, trapezoidal, and rounded trapezoidal ditch configurations having widths to 16 ft (4.9 m). The principal tool used to evaluate or rate the slope combinations at the hinge-point and ditch was the severity index, based on an ellipsoidal mode of failure for tolerance to deceleration forces when these forces are applied to all three axes. The hinge-point region and front slope are also treated. Vehicle rollover does not appear to be a problem for slopes 3:1 or less for standard American-made vehicles.
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Information
Published In
Transportation Engineering Journal of ASCE
Volume 102 • Issue 1 • February 1976
Pages: 61 - 74
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Feb 1976
Published online: Feb 5, 2021
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Authors
Affiliations
Eugene L. Marquis
Asst. Research Engr., Texas Transportation Inst., Texas A & M Univ., College Station, Tex.
Graeme D. Weaver
Asst. Research Engr., Texas Transportation Inst., Texas A & M Univ., College Station, Tex.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.